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• <br />M N c <br />10 <br />100 10 1 0.1 0.01 0.001 <br />Particle Size Distribution Report <br />C e 0 O 0 <br />90 <br />80 <br />70 <br />W <br />LL 60 <br />Z <br />LL <br />Z 50 <br />LL <br />U <br />Of <br />LL 40 <br />0L <br />30 <br />20 <br />10 <br />• <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC." <br />PERCENT <br />PASS? <br />(X =NO) <br />1.5" <br />100.0 <br />Atterberg Limits <br />1.0" <br />97.7 <br />PI= NP <br />.75" <br />87.8 <br />D90= 19.8723 <br />D85= 18.1758 <br />.5" <br />60.8 <br />D30= 2.1499 <br />D15= 0.3790 <br />.375" <br />51.6 <br />C 2.76 <br />#4 <br />41.0 <br />USCS= GW -GM AASHTO= <br />A -1 -a <br />#10 <br />29.1 <br />F.M: 5.23 <br />#20 <br />20.7 <br />#40 <br />15.6 <br />#50 <br />13.9 <br />#100 <br />10.5 <br />#200 <br />7.8 <br />GRAIN SIZE - mm <br />Gravel % Sand % Fines <br />%13" % <br />Coarse Fine Coarse Medium Fine Silt Clay <br />0.0 12.2 46.8 11.9 13.5 7.8 7.8 <br />(no specification provided) <br />Location: N 3843114 W 10509156 <br />Sample Number: DCF -6 -R Depth: 9693' Date: 11/14/2009 <br />AMEC Earth & Environmental, Inc. Client: Cripple Creek and Victor Mine <br />Project: CC &V CQA Phase 5 <br />Elko, NV Project No: 84201125EO Figure DCF -6 -R <br />Tested By: SM Checked By: <br />Material Description <br />Grey well - graded gravel with silt and sand <br />Atterberg Limits <br />PL= NP <br />LL= NV <br />PI= NP <br />Coefficients <br />D90= 19.8723 <br />D85= 18.1758 <br />D60= 12.5004 <br />D50= 8.7670 <br />D30= 2.1499 <br />D15= 0.3790 <br />D10= 0.1338 <br />C 93.42 <br />C 2.76 <br />Classification <br />USCS= GW -GM AASHTO= <br />A -1 -a <br />Remarks <br />F.M: 5.23 <br />(no specification provided) <br />Location: N 3843114 W 10509156 <br />Sample Number: DCF -6 -R Depth: 9693' Date: 11/14/2009 <br />AMEC Earth & Environmental, Inc. Client: Cripple Creek and Victor Mine <br />Project: CC &V CQA Phase 5 <br />Elko, NV Project No: 84201125EO Figure DCF -6 -R <br />Tested By: SM Checked By: <br />